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TOWN OF SOUTHOLD BUILDING DEPARTMENT k-110 TOWN CLERK'S OFFICE 'SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40229 Date: 10/29/2015 Permission is hereby granted to: Schill, Mark 1050 Waterview Dr Southold, NY 11971 To: roof-mounted solar panels as applied for. At premises located at: 55660 CR 48, Greenport SCTM # 473889 Sec/Block/Lot# 44.-3-2 Pursuant to application dated 10/27/2015 and approved by the Building Inspector. To expire on 4/29/2017. Fees: ELECTRIC $100.00 SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 B ildin Dorm No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00. Swimming pool $50.00.Accessory building$50.00.Additions to accessory building.:$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate Of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 / Date. _ New Construction: _ _—Old or Pre-existing Building: DC- _(check one) Location of Pro ert ,��f /[vt Sst4 l� ,off A/ M"71 I louse No. n/� r Street �� ,^ Q Hamlet Owner or Owners of Property: __ _6� /l;/J � / - le'p, _ _.-_ _ Suffolk County"fax Map No 1000,Section _ _ _ _Block _ Lot Subdivision ___ _ -- _ Filed Map. - - Lot: r Permit No. Date of Pemit.!_ Applicant:___ Zd I lealth Dept. Approval: _ !� Underwriters Approval:__ Planning Board Approval: Request for: Temporary Certificate _ Final Certificate: - (check one) Fee Submitted:$ q--Ncail t SIgniltUre 2/22/2017 Town of Southold Sc Attn: Building Department NOTICE OF CANCELLATION 55660 N Rd Southold, NY 11971 Permit # 40229 Dear Building Division, Please void the permit for the above -listed-property. The panels were not installed. The home owner,decided not to move forward with the solar project. Sincerely, SolarCity NATALIE PERP► N0TA1tx MlifiM,No�P%32M70Y0a3IC Anais Fernan zftd,ns,�o�c Permit Coordinator =inion�cpis 3'26L-- 631-355-5125 FIELD IN'SZT,,C G FOU-ND010N IS ............... r r� VJ FOUND4n0N(MNI)) O Cq v\ ROUGH FRAM)Nq& H PLUMBING lN5,ULATION PEA N.Y. H STATE ENEFGY OOx)E FINAL 5T • b L lJ1Ll/S17" „1,r LAIN a IY L'%i Do you have or need the following,before,applying? TOWN FALL Board of Health r m SOUTIiOLD,NY 11971 4 sets of Building Plans *. TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey South oldTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form ntact: Approved —,20 Mail to: Disapproved a/c Phone: Expiration_ i ,20 (� .i �� Building Inspec - E 'A, CATION FOR BUILDING PERMIT OCT 2 6 2015 [ , __s Date ) d 3 , 20 is ki ), UP[ I INSTRUCTIONS n G! (UIHOI,!) a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit ;hall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector ssues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of ssuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the ?roperty have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an ddition six months.Thereafter, a new permit shall be required. APPLICATION 1S HEREBY MADE to the Building Departrllent for the issuance of a Building Permit pursuant to the 'Wilding Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or .egulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The pplicant agrees to comply with all applicable laws,ordinances, building code, housing code, and regulations, and to admit Wthorized inspectors on premises and in building for necessary inspections. nature of applicant or name, if a rporation) �a� /��7/(/r �l C (Mailing address of a plicant) .ate whether applicant is owner, lessee, agent, architect, engineer, eneral co7GLL ./� //7ed, g tor, electrician, plumber or builder 0, ZAV��t ame of owner of premises {�j/(�/� c is 0-b g: (As on the tax roll or latest deed) applicant is a corporation, signature of duly authorized officer (Name and title o_f corporate officer) tilders License No. "s a-0 5 -3-- 1 .umbers License No. -ctricians License No, her Trade's License No. Location of land on which proposed work willbe don .55 (P 6 b -- - - House Number Street: Hamlet County Tax Map No. 1000 Section `' ' BIock Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy k a _ b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work f—c,oGxA,c)Lp,� .�o far- - (Description) 4. Estimated CosV Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars b 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if`any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Naive of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO r k('& ��77 gg S, otd by 14. Names of Owner of premises- [ SCS �� Address S 5—/p(e 6 K) Q. Phone No.X )--2 a 6 - S%9 a Name of Architect Lo!f Ayv�tSly-Un'L Address---�IJTr('�,ecll-(,Av4)U ioneNo &5-0'63r 16d-r Name of Contractor Gc s' eth, Address '7,2 A(clt '"4e,&Ltt_Phone No. &71- &357'1�Uly 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below must provide topographical-data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF_� being-duly sworn, deposes and says that(s)he is the applicant (Name of individual igning contract)above named, (S)He is the S1(1 40 - (Contractor,Agent, Co•porate Officer,etc.) of said owner or owners, and is duly authorized to perform or have n ke and file this application: that all statements contained in this application are true to the best fMOTAIM •.�i t the work will be performed in the manner set forth in the application filed therewith. Registmfion,No.®l7_trt28779 Qualified in Suffolk a^ounty Sworn to before me thi commissionExphesOctober 9,2042 day of i t 4innature of Applican SUPPIRVISOR MANAGEMENT SO.U'MaT'DTQWNHaT_L-]?,asoX o Town o-f Southold MG93 M2fU Roaa-soz oLD,MW'0M< CH"T R 236 - STOI V A.'x 2 � A M i ` 'VORK (To BE COMPLETED BY THE APPLICANT) i _..- - ---- -- DOES '�' S PROJECT IIPd�ld7LV MANY OF ' IaOLI�JW�G ; 0= MIAT APPED { Ycs No Ej A. Clearing, grubbing, grading orstripping of land which affects .more i i than 5,000 square feet of ground surface_ Off B. Excavation or filling involving More than200 cubic yards-of material within any parcel or any contiguous area.. ET C. Site preparation on slopes which exceed 10 fee's vertical rise to �. 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erasion hazard area. Fn[3 E. Site preparation within the one-hundred dear floodplain as depicted. on FIRM Map of any watercourse. i E] F. Installation of new-or resurfaced impervious surfaces of 1,000 square . feet or more, unless prior approval of a Stornwater Management � t Control Plan was received by the Town and the proposal includes in kind replacement of impervious surfaces. If yon answered Note all of ibe glnes#fons above,STOV Cutlet{;the A011t:ani section below with your Name, spatm,Contaet Informaifou,Date &Coum Tax Dip Numbort Chapter 286 docs not apply to your gtojcct- If you aiastvered TES to one or more of the above,please submit Two copies of a Stormwater IVianagrment Control PbA and a completed Check Tbt Pam to the Bmldigg Xtcpar Ment wits--yow Ba!!mg I. mitS.CT4 41: 1000 Applicatiq�s. Dam APt'j,1CYsN7?U'svperry ow,rct 37csiam pgsionat,Agm>;Contractor.btt,era _I U^ } 6/ NAME W1.0 sea" Block €ut I^^ /,� FOR BUILDNI G DEIN!' imm-rNT LlsF ONILY Convict inf"amimc / �Y d3_" Iwo Reviewed By: - •- - - - - - - - - - - - - - - -- - Dale: 0 � .1� Property Address/Location of Construction Work - a - - - - - -' - // / - Approved for proressinb Building Permit. SS'( (_D �tl%t?!� X C • - - Stormwaicr Magagenzent Control Plan NotiZcquired- � 1�4 Zyy 7 ( Stormwater Managemcn,Control Pian is Required. (Forward to Engineering Department for Revicwl FORM SMCP-TOS MAY 2014 9'b l WT Sfl{/ryo �o Town Halt Annex41 41 Telephone(631)765-1842 54375 Main Roady (631)765�-8512 P.O.Box 1179 • �Q roger.rlchertfifi outtlod.ny.us Southold,NY 11971-0959 Q BUHMIN'G DEPAi TAffNT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL. INSPECTION REQUESTED BY- aCW Cit tj Date: I O a Company Name: Name: License No.: Address- Phone No.: JOBSITE INFORMATION: (Indicates required information) *Name: *Address: Coo /t w l *Cross Street: `Phone No.: JQ 3 Permit No.: Tax-Map District: 1000 Section:_ Block: Lot: �.1 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) �ay F A6�_� -�/ 112d,Lo-4r (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough In Final *Do-you need a Temp Certificate: NO Temp Information Qf.needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for inspection Form �L 61 � I STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COWENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(Use street address only) 1b.Business Telephone Number of Insured (650)963-5100 SolarCity Corporation 3055 Clearview Way le.NYS Unemployment Insurance Employer San Mateo,CA 94402 Registration Number of Insured 49-892777 WorkLocation of Insured(Only required fcoverageisspedfically Id.Federal Employer Identification Number of Insured limited to certain locations in New York State, Ie,, a Wrap-Up or Social Security Number Policy) 02-0781046 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) American Zurich insurance Company 3b.Policy Number of entity listed in box"la" Town of Southold WC 0182014-00 54375 Main Road Southold,NY 11971-0959 3c. Policy effective period 9/1115 to 9/1/16 3d. The Proprietor,Partners or Executive Officers are X included. (Only check box If all partners/officers included) ❑all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box 9" insures the business referenced above in box"1a"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2 The Insurance Carrier will also notify the above certij?cate holder within 10 days IFa policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for oneyear after thisform is approved by the insurance carrier or its licensed agent,or until thepolicy expiration date listed in box"3c',whichever is earlier. Please Note:Upon the cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Lola Kamimura (Print name ofautho' d represen 've or licensed agent of insurance carrier) /; Approved by: Pf 117l s" (Date) Title: VP—Underwriting Manager Telephone Number of authorized representative or licensed agent of insurance carrier: 415 538-7109 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. .4`�vim® CERTIFICATE OF LIABILITY INSURANCE DATE(12015 YYYY) 08(1412015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH RISK& INSURANCE SERVICES NAME: 345 CALIFORNIA STREET,SUITE 1300 PHONE aC Not: CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS: Attn:Shannon Scott 415-743-8334 INSURERS AFFORDING COVERAGE NAIC# 998301-STND-GAWUE-15-16 INSURER A:Zurich American Insurance Company 16535 INSURED INSURER 8:American Zurich Insurance Company 40142 SolarCity Corporation 3055 Clearview Way INSURER C:N/A N/A San Mateo,CA 94402 INSURER D INSURER E• INSURERF:_ COVERAGES CERTIFICATE NUMBER: SEA-002681782-03 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ITR TYPE OF INSURANCE JUM WVD SUBR POLICY NUMBER POLICY EFF MM/DDN YY LIMITS A X COMMERCIAL GENERAL LIABIUTY GLO018201600 0910112015 09/01/2016 EACH OCCURRENCE $ 3,000,000 CLAIMS-MADE M OCCUR DAMAGE TO RENTED PREMISES Ea occurrence) $ 3,000,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 6,000,000 POLICY JE LOC PRODUCTS-COMP/OP AGG $ 6,000,000 OTHER SIR $ 250,000 A AUTOMOBILE LIABILITY BAP018201700 09101/2015 09/01!2016 COMBINED Ea accident SINGLE LIMIT $ 5,000,000 Ix ANY AUTO BODILY INJURY(Per person) $ ALL OWNED Ix SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident Deductible $ 100,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION WC018201400 09/01/2015 09/01/2016 X STATUTE ETH AND EMPLOYERS'LIABILITY A ANY PROPRIETOR/PARTNER/EXECUTIVE YIN WC018201500(MA) 09/01/2015 09/01/2016 OFFICERIMEMBER DCCLUDE01 NIA E L EACH ACCIDENT $ 1,000,000 (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ 1,000,000 It yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS!LOCATIONS!VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Evidence of insurance. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 54375 Main Road THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Southold,NY 11971-0959 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Marmolejo ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD SUFFOLK COUNTY DEFT OF LABOR, LICENSING&CONSUMER AFFAIRS r, HOVE IM ROVEM NT CONTRACTOR UMNSESHAUN E CHAPMAN Ths certifies that the bearerisduty SOLARCrrrCORPORATION Geerlsed by the , Co=tyofSutrotk 52057-H o8fot2013 3UFFmKCOUN'1YCEFTOFLAOR, ttCEHS(NG 8 CONSU3ViERAFFAIRS =PARSTER ELECTRICIM n JASON K4NE is Cot tf 2 ttrct bearer!sd* sOLAQCwcOar: rrrd bythe CoulriyOPSuffatk `"�"""' �••�•• 51331-ME o311R=3 �O' �10Q°1tCA= 0301121117 0 PF1(55- APPROVED AS NOTED DATE: oa,/a-B.P. FEE 0-: �51�By.--- <W COMPLY kNfIHTALL. CODES,0F NOTIFY BUILDING DEP I AE NEWYORK STAI-E & TOWN CODES FOLLOWING INSPECTIONS: 765-18C2 8 Aim TO 4 PM FOR THE ASREOUIREDANI-�, 1, FOUNDATION - TWO REQUIRED 0WITI HOLD TC�t FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION MUST 4. FINAL - CONSTRUCTION BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE ESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. r%v OR ONSPECTIOXI�i REO UPRED OCCUPANUI USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY :a - Version#46.4 RU ,,solooftrU ty. June 6, 2015 Project/Job# 1174173 RE: CERTIFICATION LETTER Project: Mendez Residence 55660 N Rd Southold,NY 11971 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes= 2010 Residential Code of NY State,ASCE 7-05,and 2005 NDS - Risk Category= II -Wind Speed = 120 mph,Exposure Category C -Ground Snow Load = 20 psf - MP1: Roof DL= 11.5 psf, Roof LL/SL= 18.5 psf(Non-PV Areas), Roof LL/SL= 14 psf(PV Areas) - MP2: Roof DL= 11.5 psf,Roof LL/SL= 18.5 psf(Non-PV Areas), Roof LL/SL= 14 psf(PV Areas) - MP3: Roof DL= 11.5 psf,Roof LL/SL= 18.5 psf(Non-PV Areas),Roof LL/SL= 14 psf(PV Areas) - MP4: Roof DL= 11.5 psf,Roof LL/SL= 18.5 psf(Non-PV Areas),Roof LL/SL= 14 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss =0.19994 < 0.4g and Seismic Design Category(SDC)= B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure requires structural upgrades as detailed in the plan set to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing including the specified upgrades and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the 2010 Residential Code of NY State. Please contact me with any questions or concerns regarding this project. NEGyY E C L I P S E Rolf Armstrong, ENGINEERING PE, $E Eclipse Engineering,as a third party, €. 2015:'06:22 has provided a structural-only review 14:44.01= :00' of the enclosed project. 3055 Ciearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com Ai R1,0 24;4771,CA GSLB F8a104,CO FC 8041,GT FtK 6632778,DG H10 71161485,DC HtS 71101488,Hl CT-2`717r,MA FISC 108572,%O MMIC M1948,NJ 13'rHD51GO600 OF CCC 180498,PA 07733;,3 TX TULR.2.79006,WA GOL:SOLARC'91907 tC 2013 Saha Cty All nght:-i Ci�raco 06.06.2015 � e� ® Structural Version#46.4 S ®esu ware PR07ECT INFORMATION'`&TABLE OF CONTENTS s Project Name: Mendez Residence " AHJ: ` Shelter IslandTown ' Job Number: 1174173 Building Code: 2010 Residential Code of NY State . ,__,Qgstomerr, ame: �_,.�W Mendez Francisco � Based On: IRC 2006/�IBG 2006.„ ..�, .. Address: 4 55660 N Rd ASCE Code: ASCE 7-05 ity C /State: �� Southold;aNY 9ry.: k�_ II _ - Risk Cate o Zip Code 11971 Upgrades Re 'd? Yes Latitude/Longitude_ 40:955353 -72:977985 Stamp-Req'd? SC Office: Long Island PV Designer: Pete Milewski Certification Letter 1 Project Information,Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss= 0.19994 <0.4g and Seismic Design Category(SDC) = B < D -'.zc • ^k ' AL Ir ��a;(Rdgoo�le lmaderv-=01-5', Dig-itaIG[obe, New York-P- U r m.- 8 rv� J',5, S)DA,F-a ice- 55660 N Rd,Southold, NY 11971 Latitude:40.955353,Longitude:-72.977985,Exposure Category:C STRUCTURE ANALYSIS LOADING_SUMMARY AND MEMBER CHECK°=MPi_�_� ° Member Properties Summary ,. Horizontal Member Spans . Upgraded Rafter Properties Overhang 0.24 ft Net W 3.00" Roof System Pro erties °;S an 1 - :11.851ft.: E uiv-D " ° 5.50"" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material 'COMO,Roof San 3 A 16.50 in. . Re-Roof No San 4 S. 15.12 in A3 PI ood Sheathin Yes -S an 5- I,- 41.59 in.^4� Board Sheathing Skip-Sheathing Total Span 12.09 ft TL Defl'n Limit 120 Vaulted Ceiling, No _PV 1 Start "' 2.33 ft Wood Species ' SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.17 ft Wood Grade #2 Rafter Slo e,' , _ O ;, n,- 25 ,P,V 2 Start ;:F 875, s! Rafter Spacing 24"O.C. PV 2 End F„ 135 psi Top;Lat Bracing,: „ ..,, ,Fullm°, PV'3 Start E 1400000psi,:' Bot Lat Bracing At Supports PV 3 End E,„i„ 510000 psi Member Loadin ,. mary Roof Pitch 6/12- 'Initial ..Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.5 psf x 1.10 12.7 psf 12.7 psf PV.Dead Load PV-DL. 3-.O'-psf, z 1.10 3.3 psf Roof Live Load RLL 20.0 psf x 0.93 18.5 psf Live/Snow Load 'LL SO1 •20:0;psf ;x 0.7 f,x 0.7".`..' 14.0 Osf 14.0 psf Total Load(Governing LC : TL 26.7 psf 30.0 ocf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)pg; Ce=0.9,Ct=1.1,I5=1.0 Member Design Summa (per NDS Governing Load Comb I CD CL + -' CL - CF' Cr D+S'- 1.15 1.00 0.97 1.3 1.15 Member Analysis Results Summary " Maximum Max'Demand ° @ Location > Ca aci DCR° Load,Combo Shear Stress 27 psi 0.2 ft. 155 psi 0.18 D+S Bending + Stress 828 psi :6.2 ft. 1504. si•,. 0.55. D-+S Bending -)Stress -1 psi 0.2 ft. -1454 psi 0.00 D+ Lr Total Load Deflection '0.55 iris 285., ,6.2 ft.;-. ,', ,.1.31-in. 1, 120, 0:42 D+S. 1CALC "tION Mountin 'Plane Information Roofing Material Comp Roof RV stem Te, _ SolarCity SleekMountT"' Spanning Vents_ _ _ No Standoff'Attachment Hardware _ - - Como Mount Tvge RoofSlopeSlope - 250 . Rafte7'7-7r°Spacing F24"alf, - - ,, , �.a Framing Type Direction Y-Y Rafters P_urlln;.Spacing X-X�Rurlins.Qnly 5' __r_ NA o _ .. Tile Reveal_ Tile Roofs Only NA Tile Attachment System_ ._� Tle Roofs Onh! Standin Seam rap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code_ _ _ ASCE 7-05 _ Wind Design.Method .�; . , Partially/Fully Enclosed Method Basic Wind Speed V _ 120 moh Fig 6-1 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean`Roof Hei ht T h- I&t Section 2 Wind Pressure.Calculation Coefficients= Wind Pressure Exposure KZ 0.85Table 6-3 65.7 Wind Directionality Factor Kd 0.85 Table 6-4 Im 'mance Factor --'� - 7— T 1.0 Table 6=1 Velocity Pressure qh qh= 0.00256(Kz)(Kzt)(Kd)(V^2)(1) Equation 6-15 26.6 psf Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.6-118/C/D-14A/B Ext. Pressure.Coefficient" (Down), GC ;" 0.45 Fig.6-118/C/D:f4A/B Design Wind Pressure p p=qh(GC) Equation 6-22 Wind Pressure U „ -23.3 psf Wind Pressure Down 12.0 psf X-Direction Y-Direction' Max Allowable Standoff Spacing___ Landscape 72" _ 39" May,Allowable,Cantlleyer..,.-,u ,, ; _, Landscape.. . m u.... F..w......, 24", ...... Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib " ` 19'sf PV Assembly Dead Load _ W-PV 3.0 psf Net WlndNUplift at-Standoff _ T-actua6 -� -419'Ibs„ Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca ci DCR . T, . 83.8% _. 'X-Direction Y-Direction` Max Allowable Standoff Spacing Portrait 48" 64" Max,Alloviable;Cantilelrer, ,.. ,a_ _ Portrait w. W.w_ ti,_ w w � . . is�� ., .. " .. sw NAu�. Standoff Configuration Portrait Sta gered Max:Standoff Tributary-Atea---L--�— Trib _ PV Assembly Dead Load W-PV - 3.0-psf Net Wind Uplift at Standoff_ rt_ T-actual -466 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca aci DCR � � .93.2% STRUCTU.RE;ANALYSIS_LOADING,SUMMARY AND MEMBER,CHECKMP? Member Properties Summary M1132Horizontal.Member S ans Upgraded Rafter Properties Overhang 0.24 ft Net W 3.00" Roof System Proerties, San 1 12:27A "E 'uiv'D" 5:56" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Corn''Roof j S an'3` A' 16.50 in./"2 Re-Roof No Span 4 Sx 15.12 in A3 Plipmood Sheathing Yes San 5 ix 41.59 in.^4 Board Sheathing Skip-Sheathing Total Span 12.51 ft TL Defl'n Limit 120 Vaulted•Ceilin No PV1 Start . 2:58 ft <=Wood Species n, SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.42 ft Wood Grade #2 RafterSlo' e..." ` 25° PV 2 Stmt ' Fb ?875 si°t Rafter Spacing 24"O.C. PV 2 End F„ 135 psi To Lat Bracin Full PV 3 Start " Ee ' 1400000'psi Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading SurnifiarV " Roof Pitch 6/12,-, Initial Pitch Adjust Non-PV.Areas PV Areas Roof Dead Load DL 11.5 psf x 1.10 12.7 psf 12.7 psf PV Dead`Load PV=DL 3:0 sF " °z• 1.10'" 3:3 psf t_ " Roof Live Load RLL 20.0 psf x 0.93 18.5 psf Live%Snow Load, LL/SLI 20.0 psf x 0.7' 1'x 0.7 14.0'psf` -"--14.br Osf Total Load(Governing LC TL 26.7 psf r7 30.0 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO Us)pg; Ce=0.9,Ct=1.1,I5=1.0 Member Design Summa (per NDS Govemin °'Load'Comb " CD I " CL + CL - CF' Cr D+S 1 1.15 1 1.00 0.96 1.3 1.15 Member.Analysis Results Summary Maximum Max Demand @ Location - Capacitv DCR Load Combo Shear Stress 28 psi 0.2 ft. 155 psi 0.18 D+S Bendin ` + Stress., 886 psi- 6.4 ft. , 1504.. i -0.59 D+S- Bending - Stress -1 psi 0.2 ft. -1451 psi 0.00 D+ Lr Total';Load.Deflection. 0:63 in.< ,L/257 6:4,ft.'„ 1,35`in: 120 :.0.47 D,+,S ti CA0 TrON- ON.- Mounting Plane Information RoofingMaterialComp Roof PV„Syst'r--WWDe ", -1 T m . r, M.- §0 r, Spanning Vents No - Standoff Attachment"Hardware „ - - ComoMouritTyneCM w „ RoofSlope_ 25° _ RafterwSpacin9� � � _ 24"wO.C. Framing Type Direction Y-Y Rafters PurlinSpacing.,_ ., _... _._ . W_ .W XwX,Puslins,Onh! Tile Reveal Tile Roofs Only NA _ Tilp Attachment System Tile Roofs:,Only Standing Seam,/Trap Spacing SM Seam Only NA Wind Desi n Criteria I - ' Wind Design Code X- ASCE 7-05x c - V�Iind Design Method Partially/Full` Ey nclosed Method Basic Wind Speed �. � V� 120 moh YFla. 6-1 Exposure.,CategowrY; Roof Style_ y _Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Hei ht` h�- 15 ft Section 6 2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topograptiic', actorK 100 „ Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 " _ T - Im`o'rtance Factor' :I 1.0 Jable 6;' Velocity Pressure' qh qh =0.00256(Kz)(Kat)(Kd)(V^2)(I) Equation 6-15 26.6 pslf Wind Pressure Ext. Pressure Coefficient U GC u -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient: Down GC W' , 0.45 Fig.6711B/C/D-14A/B Design Wind Pressure p p=qh(GC) Equation 6-22 Wind Pressure Up Pium -23.3 psf Wind Pressure Down 12.0 psf ALLOWABLE_STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Max Spacing Landscape 72” 39"Allowable�Cantleverw ..rTM f Landscape'� 24"' NA" Standoff Configuration Landscape Staggered Max Standoff TributaryArea Trib _- 19 sf PV Assembly Dead Load W-PV 3.0 psf Net_Wind:Uplift,at;Standoff. Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca aci DCR .83.8% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" MaxaAllowable Cantilever, _. Portrait, LL 18" NA . Standoff Configuration Portrait Sta gered N(ax-Standoff Trlbutary.,Area ..,,_ _ .u. :.� Trib' --. _. ,, _ _, ., X21 sf.. ": _. ....,_.: . ,,.. ., ue.,. •",,.,, - PV Assembly Dead Load W-PV~ 3.0 psf IVet Wind•Uplift at Standoff _ , T-actual•b 466.Ibs= Uplift Capacity of Standoff T-allow 500 lbs t �, -4:§—.29/b- Standoff Deman"d Ca aci DCR T [STRUCTURE ANALYSIS,• LOADING SUMMARY AND MEMBERCHECK MP3 Member Properties Summary MP3 Horizontal-Member Spans Upgraded,Rafter Properties Overhang 0.24 ft Net W 3.00" Roof S'stem Properties'-, San"1 10'.09'ft E uiv D _ 4.61 Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material" Com' 'Roof San I A 13.83 in.^2 Re-Roof No Span 4 S. 10.62 in.^3 Plywood Sheathing Yes = San 5 I • _ 24.49 in.,',-4 Board Sheathing Skip-Sheathing Total Span 10.33 ft TL Defl'n Limit 120 Vaulted Ceiliri 'No PVa Start ',3.42rft �Wood,Species SPF",.'; Ceilina Finish 1/2"Gypsum Board PV i End 9.33 ft Wood Grade #2 Rafter Slope v 250PV€2 Start Fb> 875`; si,- Rafter Spacing 24"O.C. PV 2 End F„ 135 psi To 'Lat Bracinga 'Full PV;3"Start =` E 1400`000 si Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading Summa Roof Pitch 6/12-- Initial Pitch Adjust, Non-PVL Areas "" PV'Areas Roof Dead Load DL 11.5 psf x 1.10 12.7 psf 12.7 psf PV'bead,Load PV-DL '3:0 sf x i':10 :" 3:3 psf Roof Live Load RLL 20.0 psf x 0.93 18.5 psf 'Z I'x07LL L214.0,psf 14.0 psfLve%Snow Load Total Load(GoverningLC TL 26.7_psf 30.0 sf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C0(Is)pg; Ce=0.9,Ct=1.1,I,=1.0 Member Desi n Summa (per NDS Governing Load Comb 'CD ' CL + CL - CIF Cr D+S 1.15 1 1.00 1 0.98 1 1.4 1.15 Member,Analysis Results Summary, Maximum Max Demand @ Location CapacitV DCR Load Combo Shear Stress 27 psi 0.2 ft. 155 psi 0.18 D+S Bending.+ °Stress •' 840psi-, 5.3 ft. -. 1620psi'.,, ;,0.52 , ," D+S... Bending(-)Stress -2 psi 0.2 ft. -1583 psi 0.00 D+ Lr Total Load Deflection 11 ,0:48 in.-f 277;, ,,,. .5:3 ft,. f.11,1n. 120"„ 0.43 D:+.S STRUCTURE ANALYSIS - LOADING SUMMARY"AND MEMBER"CHECK"- MP4 , --- Member Properties Summary MP4 Horizontal Member Spans ;,,Upgraded Rafter Properties Overhan 0.24 ft Net W 3.00" Roof " les, San 1 .10:09 ft'' J E"uiv:D_ 4:61''' Number of Spans(w/o Overhang) 1 San 2 Nominal Yes 1166fm4 Material- CoMpi Roof -,- `S an 3 A" 13:83'h'A2 Re-Roof No San 4 S. 10.62 in A3 P1` ood Sheathin ' -" "Yes", San 5."`" :" I ' '24.49 in:^4 Board Sheathing Skip-Sheathing Total Span 10.33 ft TL Defl'n Limit 120 Vaulted''Ceilin t", ''No `PV 1'Start". 3:33-ft' " Wood S ecies' ' SPF,, Ceiling Finish 1/2"Gypsum Board PV 1 End 9.25 ft Wood Grade #2 Rafter Slo e` -.25° 'PV 2'Start'� -Fb x 875 si Rafter Spacing 24"O.C. PV 2 End F„ 135 psi Top Lat Bracing `Full= PV 3 Start E' 1400000psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Mern 6r1oading SummaOf Roof Pitch 6/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.5 psf x 1.10 12.7 psf 12.7 psf PV Dead,LoAd .- PV-DL 3.0 psf x 1.10, " 3.1psf Roof-Live Load RLL 20.0 psf x 0.93 18.5 psf LiveSnow Load LL SL,2 20.0 psf;. - x,0.7 1 x 0.7,,. a: 14.0 psf._. 14.0 psf. Total Load(Governing LC TL 1 26.7 psf 30.0 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)pg; Ce=0.91 Ct=1.1,I5=1.0 Member Design Summa er NDS Governing Load,,Comb "CD CL(+) 'CL CF Cr.r D+S 1.15 1.00 0.98 1.4 1.15 Member'Analysis Results Summary Maximum Max,Demand @ Location Capacitv DCR ., Load Combo Shear Stress 27 psi 0.2 ft. 155 psi 0.18 D+S Bendin + .Stress;, _. 841 psi 5:3 ft. , 1620 _pi' 0.52, Bending - Stress -2 psi 0.2 ft. -1583 psi 0.00 D+Lr Total Load,Deflection ,0.48,in. 277.`" ��;5:3 ft. 1.11 yin. L',020, 0.43, V, D+,S, ' $CALCULATION Mounting Plane Information Roofing Material _ Comp Roof PV System,TYP_e; _ _ _ w _ SolarCity_SleekMount?"° ._-_ SpanningVentsNo Standoff Attachment'NardwareComa'Mount Type C Roof Slope 250 Rafter Spacing Framing T 13e Direction Y-Y Rafters Purlin Spacings - -XIX Purlins Only w a_ -, " -NA Tile Reveal _ Tile Roofs OnlyNA Standing Searn/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 U1/ind4Design Method.r� _ 4rz .. _,_ � Partially%Fully;Enclosed Method _ w„f Basic Wind Speed V 120 mph Fig. 6-1 Exposure Category `C Section 6.5.63, Roof Style_ _ _ _ Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Hei ht", 617 15 ft Section 62 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ _ 0.85Table 6-3 Topographic Factor._ ' ._._.Kn _ W. _ 1.00s Section 6.5.7- Wind Directionality Factor Kdi 0.85 Table 6-4 Im'ortahce Factor k I. � ,, 1.0 Table 6-1 " %' Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 26.6 pslF Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B Ext;Pressure Coefficient Down GC DWn- 0.45' Fig.`.6 116/C/R:14A/,B Design Wind Pressure p p=qh(GC) Equation 6-22 Wind Pressure U -23.3 psf Wind Pressure Down 12.0 psf ALLOWABLE"STANDOFF SPACINGS _ X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max AllawableNCantilever,..-.. - ,.., } .. A Landscaper :.s. nw .,.a : .-w, ��µ � -. .„W ., .. �:24: N Standoff Configuration Landscape Staggered Max Standoff Tributary Area „ Trio_ __ 19 sf4 � PV Assembly Dead Load W-PV 3.0 psf Net Wind URlift at,S_tandoff. . Tactual- . ' __ -419,lbs Uplift Capacity of Standoff _ T-allow 500 lbs Standoff Demand Ca aaci DCR X-Direction Y-Direction Max Allowable Standoff Spacing_4 _Portrait 48" 64" Max,Allowable Cantilever_.. __ Portrait- _ X18" __ NA, Standoff Configuration Portrait Staggered MaX Standoff T,r,ibulAh6 rea >.� . Trib -.... ..®_. 21 sf W :: ... __. .., "` .-------k PV Assembly Dead Load_ W-PV 3.0 psf w _ Net Wind Upliff at Standoff T-actual Uplift Capacity of Standoff _ T-allow_ 500 lbs Standoff,Demand Ca aci , DCR „ `93.2%. Town Of Brookhaven yeh ` Long Island s r� o BUILDING PERMIT APPLICATION SUBMISSION FORM Applicants Name: FLORENCE GRAEBER (Owner of Property) Address: 23 RALPH STREET (Address of Property) Hamlet: HOLBROOK Tax Map Number. 0200690000300045000 Please Note:Plans will not be accepted if any of the above information is not provided. for Building Department Use Only: Item Number. Permit Number. Permit Status: W~ Expiration bate: Division of Building Tullio Sertoli,AICP,Commissioner Arthur Gerhauser,Chief Building Inspector One Independence Hill,Farmingville,NY 11738*Phone(631)451-6333Fax(631)451-6341 Rev:01/0712015 ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERIIED VIA A AC ALTERNATING CURRENT - UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. _ _ 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Rolf Ar PE, Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). TIsc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER SE kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC 2015.06.:4J �� ®�p LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). { I a ` rSftcturY MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN 14:44.38=_07-001 (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY P,�� NEtiyy NEUT NEUTRAL UL LISTING. �� NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE �.,/ EC Ll PS E OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE E N G I N E E R I N G PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING P01 POINT OF INTERCONNECTION HARDWARE. �► PV PHOTOVOLTAIC 10. -MODULE FRAMES, RAIL, AND POSTS SHALL BE Eclipse Engineering,as a third party, SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. has provided a structural-only review S STAINLESS STEEL STC STANDARD TESTING CONDITIONS of the enclosed project. TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS M Ci PV4 STRUCTURAL VIEWS 1 PV5 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV6 UPLIFT CALCULATIONS 1. ALL WORK SHALL COMPLY WITH THE 20104 PV7 THREE LINE DIAGRAM R.C.N.Y.S. '' Cutsheets Attached 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Shelter Island Town REV BY DATE COMMENTS REV A NAME DATE COMMENTS r UTILITY: PSE&G—Long Island (Public Service Electric r & Gas Co.) CONFIDENTIAL—THE INFORMATION HEREINJOB NUMBER J B-1174173 0o PREMISE OWNER DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE MENDEZ, FRANCISCO MENDEZ RESIDENCE Pete Milewski � So�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: A!ac;; NOR SHALL IT BE DISCLOSED IN WHOLE OR INComp Mount Type c 55660 N RD 9.25 KW PV ARRAY PART TO OTHERS PT IN THE RECIPIENT'S MODUn. SOUTHOLD, NY 11971 TMK OWNER: ORGANIZA710N,EXCEPT W CONNECTION WITH �55 Clearview Way THE SALE AND USE OF THE RESPECTIVE (37) CANADIAN SOLAR # CS6P-250PX PAGE NAME SHEET: REV: DATESan Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN [N%STQ2: T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE # SE760OA—US002SNU2 6312765992 COVER SHEET PV 1 6/17/2015 (888)-SOL-CITY(765-2489)www.solan:itycom PITCH: 25 ARRAY PITCH:25 MP1 AZIMUTH:155 ARRAY AZIMUTH: 155 MATERIAL:Comp Shingle STORY. 1 Story - PITCH: 25 ARRAY PITCH:25 MP2 AZIMUTH:335 ARRAY AZIMUTH:335 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 25 ARRAY PITCH:25 MP3 AZIMUTH:65 ARRAY AZIMUTH:65 A MATERIAL:Comp Shingle STORY: 1 Story PITCH: 25 ARRAY PITCH:25 MP4 AZIMUTH:245 ARRAY AZIMUTH:245 MATERIAL:Comp Shingle STORY. 1 Story TdW tiT - - Ir I v 8 AC LEGEND --- Q (E) UTILITY METER & WARNING LABEL N 1 O m� INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS DC DISCONNECT & WARNING LABELS g V�6/12 () zT� © AC DISCONNECT & WARNING LABELS SftcturarOnly D Q DC JUNCTION/COMBINER BOX & LABELS NLI: Front Of House Q DISTRIBUTION PANEL & LABELS O� Lc LOAD CENTER & WARNING LABELS r O DEDICATED PV SYSTEM METER � Q STANDOFF LOCATIONS �919�6 �� o CONDUIT RUN ON EXTERIOR (E) DRIVEWAY CONDUIT GATE/FENCEN ON INTERIOR Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED 55660 N Rd L SITE PLAN S Scale: 1/8"= 1' 0 1' 81 - 16' 'N ' N J B-117417 3 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: CONTAINED SHALL NOT BE USED FOR THE MENDEZ, FRANCISCO MENDEZ RESIDENCE Pete Milewski ': So�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: '°jr,, NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 55660 N RD 9.25 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODDU SOUTHOLD, NY 11971 ORGANIZATION,EXCEPT IN CONNECTION NTH 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (37) CANADIAN SOLAR # CS6P-250PX PAGE NAME SHEEL- REV- DATE; San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER., T:(650)638-1028 k(65D)638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE7600A—USo02SNU2 6312765992 SITE PLAN PV 2 6/17/2015 ww. (888)-SOL-CITY(765-2489)wealarcltyaam SIMPSON SDW 22300 WOOD SCREWS (E) RAFTER PV MODULE (E) WALL OR (N) SISTER MEMBER CENTERED (E) RIDGE BOARD SUPPORT BELOW BETWEEN SUPPORTS ,OR SUPPORT BELOW 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT SEE MP SIDE VIEW FOR REQUIRED LENGTI ZEP ARRAY SKIRT (6) HOLE. PILOT LHLE WITH P" (4) (2) POLYURETHANEOSEALANT. DZ MIR D2 ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. 4 PLACE MOUNT. U2 TOP VIEW OF PARTIAL LENGTH SISTER (E) COMP. SHINGLE (1) ( ) Scale: 3/4"=1'-0" (E) ROOF DECKING U - (2) (5) INSTALL LAG BOLT WITH 6" END 5/16" DIA STAINLESS (5) SEALING WASHER. DISTANCE STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULESINSTALL LEVELING FOOT WITH °�--16" O.C. TYP—�' (E) 2x6 RAFTER WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2" EMBED, MIN) 2Y4" (E) RAFTER 1 STANDOFF y Scale: 11/2" = V SIMPSON SDW WOOD SCREWS (N) 2x6 SIDE MEMBER U2 *2?��N.DFASTENER2-2 GROUPING Surat my S1 2x6 SPF#2 (N) Scale: "E�r � 8'-9' 12'-7" (E) LBW 09196 �,� 'Oh'Og�pN�' B SIDE VIEW OF MP2 NTS SISTER UPGRADE INFORMATION: RAFTER UPGRADE INDICATED BY HATCHING UPGRADE NOTES: MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW. LANDSCAPE -7211 24" STAGGERED 2. FASTEN (N) SISTER TO (E) MEMBER W/ SIMPSON SDW 22300 (IF 2–PLY) OR 22458 PORTRAIT 48", 18" (IF 3–PLY) SDW SCREWS STAGGERED AT 16" O.C. ALONG SPAN AS SPECIFIED, IF RAFTER 2x6 @ 24"OC ROOF AZI 335 PITCH 25 STORIES: 1 WOOD SPLITTING IS SEEN OR HEARD, PRE–DRILL WITH A N" DRILL BIT. ARRAY AZI 335 PITCH 25 ALT. OPTION FOR FULL LENGTH MEMBERS ONLY– FASTEN (N) SIDE MEMBER TO CJ. 2x4 @16"OC Comp Shingle . (E) RAFTER W/ 10d (IF 2–PLY) OR 16d FROM EACH SIDE (IF 3–PLY) COMMON NAILS AT 6" O.C. ALONG SPAN. •SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED J.B-1174173 0 0 PREMISE OWNER. DESCRIPnON: DESIGN: CONAL— THE INFORMATION HEREIN JOB NUMBER: . ,SolarCity. CONTAINEDTAINEDSHALL NOT BE USED FOR THE MENDEZ, FRANCISCO MENDEZ RESIDENCE Pete Milewski BENEFIT OF ANYONE EXCEPT SOLARCITY INC.. MOUNTING SYSTEM: "� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 55660 N RD 9.25 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: SOUTHOLD, NY 11971 ORGANIZATION,EXCEPT IN CONNECTION WITH 3055 Ciearview Way THE SALE AND USE OF THE RESPECTIVE (37) CANADIAN SOLAR # CS6P-25OPX PAGE NAME SHEEP REV. DATE, San Mateo.CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. INVERIM' PV 3 6/17/2015 (888)—SOL—CITY(765-2489)www.solarcitycom SOLAREDGE # SE7600A–USO02SNU2 6312765992 STRUCTURAL VIEWS SIMPSON SDW 22300 WOOD SCREWS (E) RAFTER (E) WALL OR (N) SISTER MEMBER CENTERED (E) RIDGE BOARD PV MODULE SUPPORT BELOW BETWEEN SUPPORTS OR SUPPORT BELOW . 5/16" BOLT WITH LOCK INSTALLATION ORDER T1 I & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT SEE MP SIDE VIEW FOR REQUIRED LENGTH ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH D1 MIR D1 POLYURETHANE SEALANT. ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. i TOP VIEW OF PARTIAL LENGTH SISTER (E) COMP: SHINGLE (1) (4) PLACE MOUNT. 1 Scale: 3/4"=1'-0" (E) ROOF DECKING V (2) u LAG BOLT WITH 6" END 5/16" DIA STAINLESS (5) @5)71NSTALL SEALING WASHER. DISTANCE STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULESINSTALL LEVELING FOOT WITH "--f-16" O.C. TYP.=� (E) 2x6 RAFTER WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2" EMBED, MIN) 2y4' (E) RAFTER STAN_DOFF - S SIMPSON SDW WOOD SCREWS J (N) 2x6 SIDE MEMBER ►� u�,�J �d �, D1 2x6 END FASTENER GROUPING 2x6 SPF#2 (N) 2'-9" Scale: 1"=1'-0" S1 NE(�r 7'-3' Tk Z 12'-2" 091906 �, (E) LBW �E5S%— A SIDE VIEW OF MP1 NTS SISTER UPGRADE INFORMATION: RAFTER UPGRADE INDICATED BY HATCHING UPGRADE NOTES: MPI X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW. -- -- LANDSCAPE 72" 24" STAGGERED 2. FASTEN (N) SISTER TO (E) MEMBER W/ SIMPSON SDW 22300 (IF 2—PLY) OR 22458 PORTRAIT 48" 18" (IF 3—PLY) SDW SCREWS STAGGERED AT 16" O.C. ALONG SPAN AS SPECIFIED, IF ROOF AZI 155 PITCH 25 RAFTER 2x6 @ 24„OC ARRAY AZI 155 PITCH zs STORIES: 1 WOOD SPLITTING IS SEEN OR HEARD, PRE—DRILL WITH A J” DRILL BIT. . C.]. 2x4.@16"OC Comp Shingle ALT. OPTION FOR FULL LENGTH MEMBERS ONLY— FASTEN (N) SIDE MEMBER TO (E) RAFTER W/ 10d (IF 2—PLY) OR 16d FROM EACH SIDE (IF 3—PLY) COMMON NAILS AT 6" O.C. ALONG SPAN. •SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED JB-1174173 0 0 PREMISE QY"ER: DESCRIPTION: DESIGN: CONFIDENTIAL S A THE INFORMATION HEREIN JOB NUMBER ��.,,SOlarCity. - coNTaINED SHALL NOT BE USED FOR THEMENDEZ, FRANCISCO MENDEZ RESIDENCE Pete Milewski BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ��� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 55660 N RD 9.25 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MooutEs SOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH , 3055 CleaMew Way THE SALE AND USE OF THE RESPECTIVE (37) CANADIAN SOLAR # CS6P-250PX PAGE NAME: SHEET: REV: DATE San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITIEN T:(650)638-1028 F:(650)638-1029 PERMISSION of SOLARCITY INC. INVM10` 6312765992 STRUCTURAL VIEWS PV 3 6/17/2015 (688)-SGL-CITY(765-2489)www.eaarc*tyaam SOLAREDGE # SE7600A—US002SNU2 (N) SISTER MEMBER TO BEAR ON PARALLEL CEILING JOIST - PV MODULE OR SUPPORT BELOW SIMPSON SDW 22458 SIMPSON SDW 5/16 BOLT WITH LOCK INSTALLATION ORDER (E) RAFTER WOOD SCREWS(N) SISTER MEMBERS SCREWS WOOD' 22300 & FENDER WASHERS LOCATE RAFTER, MARK HOLE PL zzF P4 ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT -0" MIN. ZEP ARRAY SKIRT (6) HOLE. (N) SIMPSON A34 CUP (E) WALL OR D4 W/ (8) 8d NAILS SEAL PILOT HOLE WITH SUPPORT BELOW (4) (2) POLYURETHANE SEALANT. (E) RIDGE BOARD OR SUPPORT BELOW ZEP COMP MOUNT C ----- - ----- ZEP FLASHING C (3) (3) INSERT FLASHING. NOTE: LAP SPLICE DOES NOT NEED TO BE CENTERED ON THE MEMBER (E) COMP. SHINGLE (1) (4) PLACE MouNT. TOP VIEW OF FULL LENGTH LAPPED SISTER (E) ROOF DECKING U (2) IJU4 Scale:3/4"=1'-0"" LAG BOLT WITH 5/16" DIA STAINLESS (5) G(5)FF'IRNS�TALLSEALING WASHER. STEEL LAG BOLT , LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH 6" END WITH SEALING WASER( 6) BOLT & WASHERS. DISTANCE (2-1/2" EMBED, MIN) --�-6"----11-16" O.C. TYP. (E) 2x4 RAFTER (E) RAFTER STAN DOFF 1/ SIMPSON SDW WOOD SCREWS (N) 2x6 SIDE MEMBER (N) SIMPSON A34 CLIP W/ (8) 8D NAILs 2x6 END FASTENER GROUPING D4 Scale: ��,,B U4 ' Sftc ur atOnhy SPF#2 (N) INIS 5 4' MIN. -6"± zk - r 10'-4" 0.919ooN��`� FESS1 D SIDE VIEW OF MP4 NTS SISTER UPGRADE INFORMATION: RAFTER UPGRADE INDICATED BY HATCHING UPGRADE NOTES: MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW. LANDSCAPE 72" 24" STAGGERED_ 2. FASTEN (N) SISTER TO (E) MEMBER W/ SIMPSON SDW 22300 (IF 2-PLY) OR 22458 PORTRAIT 48" 18" 1 (IF 3-PLY) SDW SCREWS STAGGERED AT 16" O.C. ALONG SPAN AS SPECIFIED, IF ROOF AZI 245 PITCH 25 RAFTER 2x4 @ 24 OC ARRAY A21 245 PITCH 25 STORIES: 1 WOOD SPLITTING IS SEEN OR HEARD, PRE-DRILL WITH A " DRILL BIT. C.7. 2x4 @16"OC Comp Shingle ALT. OPTION FOR FULL LENGTH MEMBERS ONLY- FASTEN (N) SIDE MEMBER TO (E) RAFTER W/ 10d (IF 2-PLY) OR 16d FROM EACH SIDE (IF 3-PLY) COMMON NAILS AT 6" O.C. ALONG SPAN. •SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED —117 417 3 0 0ETaISE 0°�Q2c DESCRIPTION: DESIGN: CONFIDENTIALTHE INFORMATION HEREIN I�NUMBER J B .,,SolarCity CONTAINEDEDSHALL HALL NOT BE USED FOR,HE MENDEZ, FRANCISCO MENDEZ RESIDENCE Pete Milewski �� a " BENE11T OF ANYONE EXCEPT SOLARCITY INC.. MOUNTING SYSTEM: �V m NOR MALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 55660 N RD 9.25 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES. SOUTHOLD, NY 11.971 ORGANIZATION,EXCEPT IN CONNECTION W TH 3055 CIeaMew way THE SALE AND USE OF THE RESPECTIVE (37) CANADIAN SOLAR # CS6P-250PX PAGE NAS SHEET: REV- DATE San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT.THE WRITTEN INVERTER: STRUCTURAL VIEWS / / T:(650)638-1028 F(650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE760OA-US002SNU2 6312765992 PV 4 6 17 2015 (888)-SOL-CITY(765-2489)www.edarolty.com (N) SISTER MEMBER TO BEAR ON PARALLEL CEILING JOIST OR SUPPORT BELOW SIMPSON SDW 22458 SIMPSON SOW PV MODULE (E) RAFTER WOOD SCREWS 22300 WOOD 5/16" BOLT WITH LOCK INSTALLATION ORDER (N) SISTER MEMBERS SCREWS & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT T 4-0" MIN. HOLE. (N) SIMPSON A34 CUP ZEP ARRAY SKIRT (6) (E) WALL OR D3 W/ (8) 8d NAILS (4) (2) SEAL PILOT HOLE WITH SUPPORT BELOW (E) RIDGE BOARD OR SUPPORT BELOW POLYURETHANE SEALANT. ZEP COMP MOUNT C ----- ------- ZEP FLASHING C (3) (3) INSERT FLASHING. NOTE: LAP SPLICE DOES NOT NEED TO BE CENTERED ON THE MEMBER (E) COMP. SHINGLE (4) PLACE MouNT. TOP VIEW OF FULL LENGTH LAPPED (1) SISTER U3scale:3/4"=>.'-o" (E) ROOF DECKING V (2) VBOLT 5/16" DIA STAINLESS (5) (5) INSSEALINGGWASHER.ITM STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULESINSTALL LEVELING FOOT WITH 6" END WITH SEALING WASHER (6) BOLT & WASHERS. DISTANCE " 16" O.C. TYP. (2-1/2" EMBED, MIN) •�--- 6 — —�' (E) 2x4 RAFTER )�4 (E) RAFTER STANDOFF SIMPSON SDW WOOD SCREWS J (N) 2x6 SIDE MEMBER (N) SIMPSON A34 CLIP W/ (8) 8D NAILS 2x6' END FASTENER GROUPING D3 Scale: 1"=1'-0" U3 ct ura® n1 SPF#2 (N NEGy Y �•�P I� 4' MIN. 7'-6"± (E) LBW g�pNp' C SIDE VIEW OF MP3 NTS SISTER UPGRADE INFORMATION: RAFTER UPGRADE INDICATED BY HATCHING UPGRADE NOTES: MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW. LANDSCAPE 72" 24" STAGGERED 2. FASTEN (N) SISTER TO (E) MEMBER W/ SIMPSON SDW 22300 (IF 2-PLY) OR 22458 PORTRAIT 48" 18" (IF 3-PLY) SDW SCREWS STAGGERED AT 16 O.C. ALONG SPAN AS SPECIFIED, IF RAFTER 2x4 @ 24"OC ROOF AZI 65 PITCH 25 STORIES: 1 WOOD SPLITTING IS SEEN OR HEARD, PRE-DRILL WITH A h" DRILL BIT. ARRAY AZI 65 PITCH 25 ALT. OPTION FOR FULL LENGTH MEMBERS ONLY- FASTEN (N) SIDE MEMBER TO C.J. 2x4 @16 OC Comp Shingle �� _ (E) RAFTER W/ 10d (IF 2-PLY) OR 16d FROM EACH SIDE (IF 3-PLY) COMMON NAILS AT 6" O.C. ALONG SPAN. •SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED JB-1174173 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: �c`!a CONTAINED SHALL NOT BE USED FOR THE MENDEZ, FRANCISCO MENDEZ RESIDENCE Pete Milewski �:,;SO�a�C�ty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC.. MOUNTING SYSTEM �, NOR MALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 55660 N RD 9.25 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTSNODDLES SOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH , 3055 CleaMew Way THE SALE AND USE OF THE RESPECTIVE (37) CANADIAN SOLAR # CS6P-250PX PAGE NAME SHEET: REV: DATE: San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN I��. 6312765992 STRUCTURAL VIEWS / / T:(650)638-1028 F.(650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE7600A-US002SNU2 PV 5 6 17 2015 (8B8)-SOC-CITY(765-2489)www.solorctraam UPLIFT CALCULATIONS J B-1174173 0 0 PREMISE OWNER. DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN ,IOU NUMBER: CONTAINED SHALL NOT BE USED FOR THE MENDEZ, FRANCISCO MENDEZ RESIDENCE Pete Milewski :,;S��a�C■� �ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �•�� r0 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 55660 N RD 9.25 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MwuLEs SOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (37) CANADIAN SOLAR # CS6P-250PX PAGE NAME SHEET- REV: DATE: San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: 1•(650)636-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE7600A—US002SNU2 6312765992 UPLIFT CALCULATIONS PV 6 6/17/2015 (888)—SOL—CITY(765-2489)www.sdarcitycom GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD Panel Number:LC116DF Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE SE760OA-US002SNU� LABEL: A -(37)CANADIAN SOLAR.-# CS6P-250PX AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:56 201 403 Tie-In: Supply Side Connection Inverter, 7600% 240V, 97.5%d w Unifed Disco and ZB, AFCI PV Module; 250 229.6W PTC, 40mm, Black Frame, MC4, ZEP Enabled Overhead Service Entrance INV 2 Voc: 37,2 Vpmax: 30.1 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 100A MAIN SERVICE PANEL E 100A/2P MAIN CIRCUIT BREAKER (E) WIRING CUTLER-HAMMER Inverter 1 Disconnect 1 4 3 SOLAREDGE Dc+ - - A 40A SE7600A-USO02SNU2 Dc MP2-3-4: 1x19 LA Li zaov -------- ------------ EGC-------------- ----� 100A/2P s Lz Dc+ I I N DC I 2 (E) LOADS GND ------------------------------------- EGG DC+ - - • - GEC ---T N Da + MP 1: 1X18 LP -------------- -------- G -------------- ----� I I I (1)Conduit Kit; 3/4'PVC, Sch. 40 N I I I o I z z , c� I ----- GEC{ TO 120/240V SINGLE PHASE UTILITY SERVICE I I - I . I EGC ON ROOF TO BE ROUTED MERE NOT SUBJECT TO PHYSICAL DAMAGE. WHEN ROUTED SUBJECT TO PHYSICAL DAMAGE THE SIZE MUST BE INCREASED TO #6 SOLID BARE COPPER. Voc* = MAX VOC AT MIN TEMP Ol (1)=d Rod; 5/8' x-8', Copper A (1)CUTLER-HAMMER #DG222NRO /� Pv 07)SOLAREDGE, 300-2NA4AZS D� - 2 1LSC0#IPC 4/0-#6- Disconnect; 60A, 24OVac, Fusible,NEMA 3R A PowerBox Optimizer, 30OW,H4,DC to DC, ZEP Insulation PieKq_ Connector, Main 4/0-4, Tap 6-14 - )CUTLER AMMER DG100NB E59-AS SUPPLY SIDE CONNECTION. DISCONNECTING MEANS MALL BE SUITABLE GTLER-H MME Kit; S16FK A,General Duty(DG) AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(1)Class R Fuse Kith DS16FK -(2)F�AA2 #IR0RPV BACKFEED 40A90V, K5 OCP 1 AWG#6, THWN-2, Black � 1 AWG(d8, THWN-2, Black 2 AWG#10,PV Wire, 60OV, Black Voc* =500 VDC _Isc=15 ADC W(1)AWG /6, THWN-$ Red RF #8, THWN-2, Red O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=13.4 ADC L=L(1)AWG f6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC LL�-LL(1)AWG#10, THWN-2, White NEUTRAL Vmp- =240 VAC Imp=32 AAC • •• (1 Conduit Kit;.3/4' PVC, Sch.40 -(1)AWG{6, Solid Bare Copper (,EC• -(1)Conduit•Kit 3/4'PVC,Sch. 40 -(1)AWG Q8,•THWN-2, Green • EGC/GEC-(1)Conduit•Kit;.3/4'PVC,Sch. 40 (2 AWG 110,PV Wire, 600V, Black Voc* =500 VDC Isc =15 ADC 44(1)AWG d6, Solid Bare Copper EGC Vmp =350 VDC Imp=12.69 ADC (1)Conduit Kit; 3/4' PVC, Sd1..40 . CONFIDENTIAL- THE INFORMATION HEREINJOB NUMEIQL J B-117 417 3 0 0 PREMISE OWNER. DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE MENDEZ, FRANCISCO MENDEZ RESIDENCE Pete Milewski ' BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSIEM: .w4 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 55660 N RD 9.25 KW PV ARRAY ;,SolarCity. PART TO OTHERS OUTSIDE THE RECIPIENT'S Mooulls SOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 CleaMew Way THE SALE AND USE OF THE RESPECTIVE (37) CANADIAN SOLAR # CS6P-250PX PACE NAME SHEET- REVDAT SOLARCITY Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T:(650)638-1028 F.(650)638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE # SE760OA-US002SNU2 6312765992 THREE LINE DIAGRAM PV 7 6/17/2015 (888)-SOL-CITY(765-2499)www.solarcitycom Label Location: Label Location: Label Location: RAY111 1*1 a I 110 rem a [11 1 FA In i 1110 4 001111 No I (C)(CB) A'5 (AC)(POI) (DC)(INV) Per Code: Per Code: Per Code: NEC 690.31.G.3 NEC 690.17.E NEC 690.35(F) If TO BE USED WHEN Label Location: (DC) (INV) INVERTERIS UNGROUNDED Per Code: J NEC 690.14.C.2 Label Location: Label Location: (POI) (DC) (INV) Per Code: Per Code: NEC 690.17.4; NEC 690.54 NEC 690.53 Label Location: (DC) (INV) Per Code: NEC 690.5(C) Label Location: (POI) Per Code: NEC 690.64.13.4 Label Location: (DC) (CB) Per Code: Label Location: NEC 690.17(4) 1 Lei 12 (D) (POI) Per Code: NEC 690.64.13.4 Label Location: (POI) Per Code: Label Location: NEC 690.64.13.7 (AC):AC Disconnect (AC) (POI) (C): Conduit Per Code: (CB): Combiner Box NEC 690.14.C.2 (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect (AC)(POI) (LC): Load Center Per Code: (M): Utility Meter NEC 690.54 (POI): Point of Interconnection 3055 Clearview Way San Mateo,CA 94402 (888 T.(650)638-1028 F.(650)638-1029 LabelSet )-SOL-=(765-2489)www.solarci com ?A14401411 Hill "� SOlarCity I ®pSolar Next-Level PV Mounting Technology `ZSOlarOty I ®p$olar Next-Level PV Mounting Technology . Zep System Components ; for composition shingle roofs � t1p-r"oof`° Iw y , 8roundZop Interlock K47 cxSEzarm; - _�__�._,_ ry� r t ' - Root Artvhrnmt A"-Slott Description "x O� PV mounting solution for composition shingle roofs A�OMPPS`ev Works with all Zep Compatible Modules • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules Auto bonding UL-listed hardware creates structual and electrical bond V� LISTED Comp Mount - Interlock Leveling Foot Part No.850-1345 Part No.850-1388 Part No.850-1397 Listed to UL 2582, Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 Designed for pitched roofs Installs In portrait and landscape orientations _ • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 Zep System bonding products are UL listed to UL 2703 Engineered for spans up to 72'and cantilevers up to 24 • Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL listed to UL 2582 for Wind Driven Rain Part No 850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com zepsolar com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warrantyfor This document does not create any express warranty by Zap Solar or about its products or services Zep Solar's sole warranty is contained in the written product warranty for each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty The customer is solely each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice Patents and Apps zspats com, responsible for verifying the suitability of Zep Solar's products for each use Specifications are subject to change without notice.Patents and Apps zspats Dom. 12 22 14 ZS for Comp Shingle Cutsheet Rev 02 pdf Page 1 of 2 12 22 14 ZS for Comp Shingle Cutsheet Rev 02 pdf Page: 2 of 2 CS6P-235/24r•0/245/250/255PX" �e F`am ' ��` Cat•1aC�lalls®far Black-framed' Electrical Data .T r - STC CS6P-235P CS6P-240P CS6P-245P CS6P-250P CS6P-255PX ,Temperature Characteristics s _ Nominal Maximum Power(Pmax) 235W 240W 245W 1 250W 255W ` ? . Optimum Operating Voltage(Vmp) 29 8V 29 9V 30 OV 30 IV 30 2V Pmax -0 43%/°C ® Optimum Operating Current(imp) 7 90A 8 03A 8 17A 8 30A 8 431 Temperature Coefficient Voc -0 34%/°C ` " Open Circuit Voltage(Voc) 36 9V 37 OV 37 1V 37 2V 37 4V Ise 0 065%PC , Black-framed • i " Short Circuit Current(Isc) 8 46A 8 59A 8 74A 8 87A 9 OOA Normal Operating Cell Temperature 45t2°C ` ' Module Efficiency 14.61% 1492% 1523% 1554% 1585% -- ` Operating Temperature _40°C-+85°C `Performan'ce at.Low Irradiance ` , ` Maximum System Voltage 100OV IEC /6o0V(UL) Industry,leading performance at'low Irradiation MaximumSenesFuseRatln9 15A 'environment,+95.56/.module efficiency from an• - ,- ' - Application classification ClassA °Irradiance of1000w/rf1'to200W1m' _ • � Power Tolerance O..+SW (AM 1.5;.25 Next Generation Solar Module Under Standard Test Conditions(STC)of irradiance of 1000W/in',spectrunnAM,1 Sandcelltempeiatureof25`C NewEdge,the next generation module designed for multiple Engineering DraWings"- , types of mounting systems,offers customers the added Noct. +'` cssP-235Px cssP=24oPx cssP=2a5P cssP-zSOPx cssP-2sspx Nominal Maximum Power(Pmax) 170W 174W 178W 181W 185W I value of minimal system costs,aesthetic seamless Optimum Operating Voltage(Vmp) 27 2V 27,3V 27 4V 27 SV 27.5V g appearance,auto groundingand theft resistance. Optimum Operating Current(imp) 6 27A 6 38A 6.49A 6 60A 6 71A ' - � ;•, 33 9V 34 OV 34 1 V 34 2V 34 4V " r Open Circuit Voltage(Voc) , -` "ii• " Short Circuit Current Isc 6 86A 6 96A 7 08A 7 19A 7 29A ' • ', � ,.,�a� The black-framed CS6P-PX Is a robust 60 cell solar module ( ) „ . Incorporating the groundbreaking Zep compatible frame. Under Normal Operating ce07emperat ire,lrradiance of 800 W/m',spectrum AM 1 5,ambient temperature 20C, The specially designed frame allows for rail-free fast wind epeed m/s installation with the Industry's most reliable grounding Mechanical Data - system The module uses high efficiency poly-crystalline Cell Type Poly-crystalline 156 x 156mm,2 ora Busbars Key Features silicon cells laminated with a white back sheet and framed Cell Arrangement so(s x 10) with black anodized aluminum.The black-framed CS6P-PX Dimensions 1638 x 982 x 40mm(64 5 x 38 7 x 1 571n) • Quick and`easy toinstalldramatically is the perfect choice for customers who are looking for a high Weight 20 5kg(45 2lbs) reduces Installation time quality aesthetic module with lowest system cost. Front cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy ' • Lower system costs -- can,cut rooftop ” ,, d-Box IP65,3 diodes Best Quality installation costs In half Cable 4mm2(IEC)/l2AWG(UL),1000mm • 235 quality control points In module production Aesthetic seamless appearance low profile 9 P Connectors MC4 or MC4 Comparable ELscreenin toehminate rOdUCtdefectS Standard Packaging(Modules per Pallet) 24pcs with auto leveling and alignment • Current binning to improve system performance Module Pieces per container(40 a.container) 672pcs(ao`iio) • Accredited Salt mist resistant " • Built-in Hyper-bonded grounding system = if It's j mounted,it's grounded` 1=V CUrbeS,(CS6P=255Px)^ 4 I Best Warranty Insurance " '• -Theft,resistantliardware i 25 years worldwide coverage • 100%warranty term coverage x•y' } Section A-A — --_-- i —_ • Ultra=low parts count.- 3 parts for the mounting Providing third party bankruptcy rightsi ! 1 35 0 andgrounding system '' • Non-cancellable i •,' Immediate coverage j I Industry first comprehensive warranty Insuranceby Insured b 3 world to Insurance companies 2-nv.7 AM Best rated leading insurance companies Ili the Y p` o world Comprehensive Certificates • Industry leading plus only,power tolerance:0 7+5W • IEC 61215,IEC 61730, IEC61701 ED2,UL1703, '`" ,., ; 15 40 •` Backward compatibility with all standard rooftop and CEC Listed,CE and MCS - . " N ground mounting systems' ISO9001 2008 Quality Management System • ISO/TS16949 2009.The automotive quality specdwationsmcweedintlnsdatasheetaresub)ecttocbangewrthoutpnornouce - __m -, _ _ Backed By Our New'10/25 Linear Power Warranty management system Plus our added 25 year insurance coverage ISO14001 2004:Standards for Environmental About Canadian Solar ' management system Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was t00% QC080000HSPM.TheCertrficaUonfor companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in 97% 'Addmanufacturer of Ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing so°o alae From Warranty Hazardous Substances Regulationssolar systems, Canadian Solar delivers solar power capacity of 2.OSGW and cell manufacturing capacity of 1.3GW. ., , ;`, • OHSAS 18001'2007 International standards for products of uncompromising quality to worldwide -�J occupational health and safety customers. Canadian Solar's world class team of °% REACH Compliance professionals works closely with our customers to s 10 1s zo zs- - ° • provide them with solutions for all their solar needs. rfeadquar.tiars 15,45 SpeedvaleAveiriue Guelph I o •10 year product warranty on materials and workmanshipaE ,� Tel:tI 519 837 1881$p=a�E •25 year linear power outpuTwarra'nty inqui , www.canadiansolar.com -a • • - EN-Rev 10 17 Copyright 0 2012 Canadian Solar Inc J ■ so I a r ' • • solar ' • • T SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer P300 P350 P400` Module Add-On For North America (for60-ce11PV (for 72-cell PV (for 96-cell PV - -modules) modules) modules) r >INPUT P300 / P350 / P400 ■ - Rated Input DC Powert'� 300 350 400 W Absolute Mawmum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc MPPT Operating Range 8-48 8-60 8-80 Vdc °- ,y. - - ■ Maximum Short Circuit Current(Isc) 30 .. Adc _ Maximum DC Input Current ,, 125 Adc " - r Maximum Efficiency 995 % Weighted Efficiency _ ,, 98 8 - .. % - Overvol[age Category 11 'OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) _ - Maximum Output Current 15 Adc - - Maximum Output Voltage 60 Vdc - - - ,rr ■ :OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) a `t `'' •,,, Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC FCC Part15 Class 8,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 •_ RoHS - - - Yes INSTALLATION SPECIFICATIONS - E;- Maximum Allowed System Voltage „, 1000 _ Vdc 3 Dlmensions(W x L x H) 141x212x405/555x834 x159 mm/In Weight(including cables) „950/21 gr%Ib Input Connector MC4/Amphenol/Tyco Output Wire Type/Connector Double Insulated,Amphenol Output Wve Length 095/30 I 12/39 - m/ft Operating Temperature Range -40-+85/-40-+185 -C/,F Protection Rating ,,, ,, IP65/NEMA4 -- Relative Humidity 0-100 % `" -„ x xacea src amw.orme",mule moauie oreou,Asx nowe.aieaecemiowea _ 'PV SYSTEM DESIGN USING A�SOLAREDGE THREE PHASE THREE PHASE } T - - )INVERTER SINGLE PHASE - 208V 480V ( PV power optimization at the module-level Minimum String Length(Power Optimizers) S 10 18 Up to 25%more energy ` = Maximum Stnng Length(Power Optimizers) 25 25 50 - - Maximum Power per String 5250 6000 12750 Superior Superior efficiency(99 5%) - - - - .. -, Parallel Strings of Different Lengths or Onentabons Yes { Mitigates all types of module mismatch,Iosses,from manufadunng tolerance to parbal'shadmg t — Flexible system design for maximum space utilization Fast Installation with a single bolt 3 Next generation maintenance with module-level monitoring t ( Module-level voltage shutdown for installer and firefighter safety } . USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us f '